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| 005 | 20260817162311.0 | ||
| 008 | 290199s1988 th 0000|0 eng d | ||
| 035 | _a.b1008048x | ||
| 099 | 9 | _aAIT Thesis no.GT-87-03 | |
| 100 | 0 | _aPaitoon Jiranantarat | |
| 245 | 1 | 0 | _aAnalysis of bank instability along the Pasak River |
| 260 |
_aBangkok : _bAsian Institute of Technology, _c1988 |
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| 300 | _a132 p. | ||
| 490 | 1 |
_aThesis ; _vno. GT-87-03 |
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| 500 | _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology | ||
| 502 | _aThesis (M.Eng.) - Asian Institute of Technology, 1988 | ||
| 520 | _aThe stability of the natural slope along the bank of the Pasak river downstream of Phranaret lock was investigated. Laboratory and field tests were carried out to obtain parameters for stability analysis of this stiff soil slope. Stability of the slope was analysed using the simplified Bishop method for 6 assumed conditions of ground water and water in the river. Results of the analysis show that steady seepage and sudden drawdown conditions, which occuring during the rainy season, were the critical factors causing failure . The calculated factors of safety were 0. 94 and 0. 83 for the steady seepage and the sudden drawdown conditions, respectively. | ||
| 650 | 0 |
_aSlopes (Soil mechanics) _xThailand |
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| 700 | 0 |
_aNoppadol Phien-Wej, _eChairperson |
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| 700 | 0 |
_aPrinya Nutalaya, _eExamination Committee |
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| 700 | 1 |
_aS. Sambhandharaksa, _eExamination Committee |
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| 710 | 2 |
_aAustralia Government, _eScholarship Donor |
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| 810 | 2 |
_aAsian Institute of Technology. _tThesis ; _vno. GT-87-03 |
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| 856 |
_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B18643 |
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